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Home My WebLink AboutOTC14-0001 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL T/MES ,. �wuo�v�a. . Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 OVER THE COUNTER PERMIT OVER THE COUNTER Permit #: OTC14-0001 Project #: PRJ14-0001 Job Address: 2427 CHAMONIX LN VAIL Applied.....: 01/02/2014 Location......: Issued. . . : 01/07/2014 Parcel No....: 210311409005 Valuation.....: $10,000.00 OWNER GIORDANO, MARK W. & MARSHA W 01/02/2014 11 SUNRISE DR � ENGLEWOOD, CO 80113 CONTRACTOR G & G ROOFING 01/02/2014 Phone: 970-668-5552 W. ROLEY GREER 699 TEN MILE DR / PO BOX 817 � FRISCO CO 80443 License: C000003183 Description: RE-ROOF UNIT 5 ..».................,,.........................,.,..................,.......,,,... FEE SUMMARY ......,..........,...,.,.....................,........_............».........., Building Permit-----------> $181.25 Bldg Plan Check----------> $117.81 Use Tax Fee-----------------------> $0.00 Electrical Permit---------> $0.00 Elec Plan Check-----------> $0.00 Mechanical Permit------> $0.00 Mech Plan Check---------> $0.00 Additional Fees--------------------> $0.00 Plumbing Permit--------> $0.00 Plmb Plan Check---------> $0.00 Investigation-----------------------> $0.00 Will Call------------------------------> $5.00 TOTAL PERMIT FEES--------------> $304.06 Payments-------------------------------> $304.06 BALANCE DUE------------------------> $0.00 ...............................................................................«.............,....,,......,......,..............,.,....,.............,,.....»,.,....,.....,_...._..._.... DECLARATIONS I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM -4:00 PM. combination permit_012811 , � � T��'N U�F�'�,L i ....................................................................................................�..,......,.,....,.,,..,..........................................,,...........,.. CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: OTC14-0001 Address: 2427 CHAMONIX LN VAIL Owner: GIORDANO, MARK W. & MARSHA W. Location: ��.................................................................x..........,,.....................................,...,.....,..,..................,.,..................,,..,,.,... Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 201 (PLAN): DRB approval shall not become valid for 20 days following the date of approval, pursuant to the Vail Town Code, Chapter 12-3-3: APPEALS. Cond: 202 (PLAN): Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. combination permit_012811 x � T��YN OF YAI� ` ******,*�,********************************„*****************************.************�***********�******x,�*..*.******„**********,*************„***�* REQUIRED INSPECTIONS AND STATUSES Permit#: OTC14-0001 Address: 2427 CHAMONIX LN VAIL Owner: GIORDANO, MARK W. & MARSHA W. Location: **�.******************.****xk****.,**„***.,.,**�***...,,..********************«.,*******.*,,.,,,*„***«**.,**,.�**.,***.*****�******,.*****.,.*.,,.*******..******** Item: 00542 PLAN-FINAL Item: 00090 BLDG-Final combination permit_012811 � *****+**************+***+******************************************************************* TOWN OF VAIL, COLORADOCopy Reprinted on O1-07-2014 at 09:56:19 O1/07/2014 Statement *********************************+**�**+*********************�******�*********************** Statement Number: R140000009 Amount: $304 .06 O1/07/201409:56 AM Payment Method: Check Init: CG Notation: ck 41701 G & G Roofing ----------------------------------------------------------------------------- Permit No: OTC14-0001 Type: OVER THE COUNTER Parcel No: 2103-114-0900-5 Site Address: 2427 CHAMONIX LN VAIL Location: Total Fees: $304 .06 This Payment: $304 . 06 Total ALL Pmts: $304 .06 Balance: $0.00 *************************************************�*************************************�**** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 181.25 PF 00100003112300 PLAN CHECK FEES 117.81 WC 00100003112800 WILL CALL INSPECTION FEE 5.00 ----------------------------------------------------------------------------- .� � ` Community Development Department .� � �� 0�`�l 75 South Frontage Road West �� r�� Vail, CO 81657 TO WN Q F VA i L ` d Tel: 970-479-2128 Community Development C�� www.vailgov.com Department Development Review Coordinator RE-ROOF PERMIT APPLICATION (This permit is applicable to one and two family dweliing units, muitifamily buildings) (Permit fee = standard building fees and design review fee) Project Information Type of Building: Owner Name: �ur-.--_��_��F�h��e,-.a��__ Multifamily�) One Family(�) Two Family(Duplex) (�) Parcel#: �p� '�]4 (l9 Q.Q�, �For Parcel#,conWCt Eagie County Assessors Office at(970-�28-8640 or visit . �oint Property Owner Written Approval Letter(duplex or www.eag lecou nty.us/patie) multi-family HOA) Project Street Address: • Two(2)plan sets indicating: • Site pian showing location of balconies, decks, stair- ��-� E��}��am- —�r`� ways, sidewalks, pedestrian and vehicular exits from (Number) (Street) (Suite#) the building and utility meters • Roof plan showing pitch and slope Contractor Information • Snow retention method and location. Multi-family building snow retention is required to be designed, Business Name: (� & G—R�O�f.1IIi]i-1IIC-.- signed and sealed by a licensed engineer • If heat tape is to be used as snow retention, load cal- Business Address: p(� $�K $1 7-, 6QQ `�'eI� M��g �.1T. culations must be provided Ci?y Fri sCt� State:s�Zip: R(144� • Material type(i.e. Composite Shingles Class A) and color Contact Name: �arnl�n L_(�'rist • Full view roof photos of the entire building � Note: Roofs with a horizontal dimension less than 48" Cortact Phone: 970-668-5552 are exempted from snow retention Con?act E-Mail: ��Y.�e��Q��}}�� . , � Detailed Scope and Location of Work: Applicant Information(fill in if different from contractor) _ :�=,a � � SEE ATTACHED �Qpplicant Phone: � ?�" — � 7 �£j (use additional sheet if necessary) Appiicant t-iviaii: Valuation of Work Included Plans Included Work I hereby acknowledge that I have read this application,filled out in full the information required,completed an accurate plot plan, Electrical ((^.)Yes ((`)No ((1,)Yes �_)No �� and state that all the information as required is correct. I agree to guilding (�)Yes �)No (�)Yes (�)No N/A comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to Value of all work being performed: $ 9_ 7'I �_ (1(1° the town's zoning and subdivision codes, design review ap- (value based on IBC Section 109.3&IRC Section 108 3) proved, International Building and Resident . es and other ordinances the Town Electrical Square Footage N/A X ��t�� . .. Date Rec ' ^�*�•.,•^�,�°'. O�.vnerlOwner's Represe ve ure Required (typed or digital � �' � � � � signature) D ( ) Checking this box indicates you are electronically signing DEC 12 2013 this application and agree to the above statement. 1"OWN OF VAIL For Office Use Only: ,�(/\ Q�p . Project#:��,.��"1 `�oV L Fee Paid: � )V�� / Received From: Building Permit#:__��C�� `�� Cash Check# CC. Visa/MC Last 4 CC# Auth#� Lot#:,Block#_ Subdivision, 13-Jan 18 � Inspection Items for OTC14-0001 14:41 12/11/2014 Sec Item Id Description A r Re Items Action Inheritable ' S42 PLAN-FINAL Yes R 90 BLDG-Final � AP No Yes R 3 AP No Total Rows:2 Page 1 �, ,pg 2427 Chomonix Snowguards #1312-10 � � CONSULTANTS, tNC. sH��T ao. S� oF str�J�tural engineering and design �awro gY �Mp DATE 12/16/13 P.Q. 8QX 4572 PN: (970) 949-9391 CHECKEO BY TDH aA� 12/16/13 VAI�� CO 81658 FAX: (970} 949—]577 scA� 1/4" = 1'—f? � � 3 i ; ; � : � DESI�N CRITEREA: 2427 CHAMONIX �NOWGIlARdS JOB #: 1312-10 � i : Roof live Load (Snow} --------------------------------- 80 psf ; Roof Dead Load --------------------------------------- 15 psf 4 z Wind (3 Second Gust) ----------------------------------- 9Q mph (Exp_ C) ' t IBC/1RC Edition -------------------------------------- 2012 - 2} `-�d�,j. / t t rlAr'V . .S ; ��.. . `.'�.�•�., �{.� �-�`�a/,�� { � � � � { ^ - ( * °+.. � � � � /�� if I � � � � 1 i � � � � a ASPHALT ROOF, j � � �42 SLOPE j I ° 4'-0" � � � N � f i 2'-0" SNOWTRAPPER ST9 � o SNOwGUaRD wJ (3)—#8 € � � � � � � � w00D SCREwS, 7YP. i � � � � i � � � � � � j t .._:`a:".'` � ROOF EAVE ` ' � 4��p�.�n�;;;,;;;;�, j sa�S�Vnjo.n �n •i.+✓ ��• � �o��\� y�2�fc„+, # ALL SPAqNGS SHOMM TO a ;��€�r � ` BE VERIFlED 1N FlELD, j PATTERN IS OON�STENT �i�, o``� 1 FOR ENTi� ROOF AREl4 �, �,-s,°�•,,,e<.:,°;�.. , ! TO � TREATED � `��SII;;V�;t_�;�,, , D�C :1_� 2Q13 ; I i � �juC�c� o�t-' � 1� � �y' �� t t h • � ' * � ' � i /— � ' * ` � � ; � t � . � 6 t } t t .1 � � '� + �� ,, _'�p��s�.. . ` , r � / CO � � � �'`-'� 1� � 7 ;.0��'�. � ��s-_ !�� ti r �� . FS �,� �� c� (� � �� . � � �, � C`� '� � � �' �'� � � � � �� + � .- ��, l� � + M��C�; � � * + � + �. r..�.�►- _ ,�� f � � + �� + + r �- � a f �" + � � � ✓ v � . t t �" } ' ��/V . ( � � I ( � V li(�a�iL �Lt� Tb �MN'�" �a 0�`- r-� �7�TJ�..�.� �--' ��J S ` �j L�.. �> '�--- _._-• 7"�c�S';)tJ � ']�� 1�;31-Z l a }-�G1�.J�Z �,� 'J� S CS'1�J:�_� � KR M CONSULTANTS, �NC. RECCJRD P.O.Box 4572 • Vaid,Cotorado 816b8 • 970-849-9391 ( # � � TO: Rocky Mountain Snowguards, inc. � 2055 S. Rarit� St. ; Qe�ver, CO 80223 � � i i f DATE.• 12/16/13 JOB NUMBER: 1312-10 = � P1ROClECT.- 2427 Chamonix Snawguards � t � : ❑ Rf1 ❑ MEETING NOTES � RESPONSE ❑ CL4R/F/CAT/ON/CHANGE ; � F � Per customer requsst, 1 have reviewed the proposed layout {shown on sheet S1) and specifications for the ; instat[ation of#he SnowTrapper ST9 snawguards on the roof of the above referenced project. The roof has f a 6/12 pitch and an 85psf snow Ioad per Town of Vail code. 1'he roofing material is asphalt shingles over � OSB she�thing. The proposed layeut is a pattem of 2' horizontally and 1' vertically at the eaves and of 4' - horizontai and 2' vertical above the first three rows to within 8' of the roof peak. Vertical spacing is � measured along the pitch of the roof. � The specifications for the ST9 snowguard indicate faiEure test Ioads at more than 1.5 times the required � strength for the conditions specified above. The snowguards shouEd be attached to the OSB sheathing � with a minimum of t3f-#8 wood screws per snowguard. ' 1 The proposed layout and recorrzmended fastening are approved. � Disclaimer: KRM Consultants is only verifying the connection of the snawguards to the roof and is not j responsible for the layout of the snowguards or for the raofi structure itseif to support the retained snow. ` � f ` f ( I f SlGNED: , COPY TO: - " i Joe M. �' alley. E ' �,^ll � ��k`�f° `� �o�o,..>-0Aa �;��,`�; 6 REV/EWED: � .� a �,�� oti� I �s:�$A vG e�F '�: ir . o ;., 0 o � . Tim a. Hennum, �0 o e�:`- � �/�.n°nawn�on l`�\-.. . ( �t VS�!+�: L 4=�?' ',..-.�.,;;u � , i D EC 1 6 2013 j � i i � PROPOSED MATERIALS , Buildinc� Materials TYUe of Material Color • � P,o��f (�j�X)f1S I�r't"lll1C]TrU'��2f S�11�l�.� Driftwood :.iclinq Gther UVail Ivlaterials Fa�cia �offits 'ti�'Ji nclo�'1s �'�iinclo�:v Trint p�,��rs Goor Trim Hancl or Deck Rails Flu�s Flashiny Drexel _ Brown _ C I�inln?,'S Trash Enclosures �:�reenhouses F-taininy LNalls E.t=ri�,r Liyhtiny L'IhCI • Remove and dispose of existing roof. • Sweep deck f'ree of all gravel, dirt, sawdust, and debris. [nstallation of the following: • Custom prefinished metal drip edge at all roof perimeters. Brown • Ice and Water Shield over entire roof area and up sidewalls. • Owens Corning Tru Def Dimensional shingles with all required tlashing. Color Driftwood. • Install snow retention system Mechanical Testing of Snow Guards Report Issued by Susan C. Mantell, Professor, Mechanical Engineering, University of Minnesota Date: Febnlary 20, 2012 Overview: Mechanical tests were performed on the Snow Trapper to deteimine the force at which the snow <�uard be��ins to fail. Samples were mounted in a specially designed test fixture (Figure 1) such tllat a compressive load was applied to the circular snow retaining plate, referred to as the "flanQe."The load was applied at a rate of 0.1 in/min and the samples were loaded until the cross head displacement was 1 inch. The specimens were 2.4 inches wide, with the strap length cut to six (6) inches. Three .025 diameter holes were drilled in the strap, approximately 3.5, 4.5 and 5.5 inches fi�om the flange surface. These holes were used to inount the sample to the test fix�ure. Figure 2 shows a snow trapper sample that has been modified for testing. A total of 8 tests were performed • Four(4)tests each on SnowTrapper models in copper � • Four(4) tests each on SnowTrapper models in aluminum �� ;<,, �� Mounting ""` ° Strap Leng�� Holes �� ' � -' �:�� , � + :`t� ��..��.:..� �� ... � � � � ��= �� %'� � �x �, , . � ,�;�,� . Fig. I (left): Spec�rn�c�z�inc�wttcd rn �e.st fi_rtiu-e. Fig. 2 (right): Specimen dimensions, note inounting hole size anct location. Results (SnowTrapper): Test data for SnowTrapper snow guards fabricated from copper and aluminum are listed in Table 1. Regardless of the materi�ll, the snow guards initially failed at the toggle locks that fasten the flange to the strap. This initial failure typically occu��red at an average load of 536 lbs for SnowTi-apper�copper snow guards and 452 lbs for SnowTrapper aluminum snow guards. _.............................................................................................................................................................................................................._............................................................�.................................. Confidential Page 1 _ Table 1: Loads corresponding to the onset of failure (strap/flange toggle lock) in SnowTrapper . snow guards. Load Extension (Ibf) (in) ST AL Samplel 480 0.117 ST AL Sample2 513 0.061 ST AL Sample3 325 0.071 ST AL Samp�e4 490 0.104 ST CU Sample5 597 0.074 ST CU Sample6 462 0.120 ST CU Sample7 539 0.200 ST CU Sample8 547 0.189 ST AL stand dev: 86 ST AL average: 452 ST CU stand dev: 56 ST CU average: 536 .................................................................................................................................................................................................... Confidential Page ' �, . 2055 South Raritan Street,Unit B ��O(_:KY MC}UNT,�IP1 � �enver,�osozz3 " �NQVd �.7��:r�f�I?5 tNC�. Phone:(720)379-7756 Fax:(720)387-8361 �°v.v�r.roc;cYr��vurit:ainsni�srr.4�!!:__S'.=.:,:.:_'__ Job Specific Snow Guard Layout Pattern Job h`ame: 2427 Chamonix Lai�e Location: West Vail, CO Contractor: G and G Roofing Rooting�Material: Asphalt Shingles Slope: � 6/12 Grouud Snow Loa : 110 Ibs Peal: v 2) Additio►ial Rows- NONE REQUIR�ll r • 1 1) �ti'Ii�iimum 3 Row Eave Pattern: A. Horizontal Spacing 24" O/C B. Vertical Spacing 12" --- - - - 1'` Eave ►-ow is placed above exterior . �vall. ,+ r ` r r . � i ' . � Gave Note: ReSof support structure should always be revieweci•to make sure that the additional sno�v held on the roof wil) not cause structu►-al issues. \ot�: On asphalt shingle roofs less than 8/12 pitch�vl�ere ground snow loads do ilot eYCeed ] 10 psf,additional ro«s are ni>t required above the minimum 3 ro�v snow guard layout. �. � 2055 S.Raritan,Denver,CO 80223 ROCICY M�UNTAIN rockymountainsnowguards.com SNaW GUARDS INC Snow Guard Placement for Shingle Style Roofs (Asphalt Shingle,Tile,Slate, Synthetics,Metal Shingle) X i ecc th�n a 6/12 Pitch For roofs less than a 6/12 pitch,the distance between the butt end and 3x the pad face must be a minimum of 3x the thickness of the roofing material. < 6i12 > 6/12 (ireatpr than a 6/12 Pitch X For roofs greater than a 6/12 pitch, the distance between the butt end 6x and the pad face must be a mini- mum of 6x the thickness of the roof- - ing material. Address: 2055 S.Raritan ROCKY MOUNTAIN Denver,co so223 SNOW CiUARDS �NC Toll Free: (877)414-7606 Fax: (720)387-8361 www.rockvmountainsnow�uards.com Rocky Mountain Snow Guard Layout Pattern For Slate, Shake, Asphalt Shingle, Metal Shingle and Synthetic Slate and Shake Roofs Peak 2) AdditiOnal ROws (if required) As Recommendecl b•R'�15�:� , Additional rows of Snow Guards may be necessary to stabilize the snow on longer roof decks, steeper psRecommended roots,slippery roof surfaces such as slate,synthetic t,y RtitsG products and metal and on roofs in heavy snow load areas.Contact Rocky Mountain Snow Guards for a recommended Snow Trapper layout if any of these factors are present. ` 1) Minimum 3 Row Snow Trapper , � � � Layout for All Roofs '1`he 3 row pattern at the eave is the minimum • � requirement for all roofs. Rows are sta�ered and 12+� spaced approximately 12"apart depending on � � � course spacing of roofing material.Snow Guards are 24� placed 24"O/C within rows. Note: Roof support structure should always be reviewed to make sure that the additional snow held on the roof will not cause structural issues.On asphalt shingle roofs less than 8/12 pitch where ground snow loads do not exceed I 10 psf,addi- tional rows are not required above the minimum 3 row snow guard layout. Address: 2055 S.Raritan ROCKY �"�OUNTAIN Denver,co so223 SNOW GUARDS �NC ToilFree: (877)414-7606 Fax: (720)387-8361 www.rockvmountainsnowguards.com ST9 New Asphalt Shingle Installation Instructions �.. � ,� _� � , -- .b {; ,�. ., � �;� k� ry 4 : i . 1. Follow recommended layout ��`" ' ` � �.� �- ,. ��,�� - � "°� ;, pattern for specific roof and snow �� ' � :, �. �, �«�;a �- , situation following the Rocky " � ' � �:�; , _ ,,m. . Mountain Snow Guard Layout �� Guide. >' , u. � , 2. There should be 2"spacing between the snow guard pad face , .. _ , � w, itself and the butt of the course : ' ; > �:� r�;�� ; � above. ;� � �� `� ,A .;; ,� :� � :, , 3. Fasten snow guard with ;�x ' � , . .:, ; appropriate fasteners in the top 3° '� �,�� . , of strap. ` ��"�� , � � ,.. .�� .� � �� "; � `�, �,� �. ;;. .�= , r �� Y� �� . '_ �IM= �k , 4. Continue shingling the roof. � �� " �:� �'� �� .x�. ,��. r� � SNOWTRAPPER ST9 Snow Guard Specification Sheet For synthetic slate\shake and asphalt shingle roof systems PART 1—GENERAL 1.1 SUMMARY A. WORK INCLUDES 1. ST9 SnowTrapper snow guard attaches directly to the roof deck. 2. Coordinate with the installation of the roof to assure proper placement of the snow guards. 3. Provide appropriate snow guard and fasteners for the roof system B. RELATED SECTIONS 1. Section 07600: Flashings and Sheet Metal 2. Section 07310: Shingles 3. Section 07320: Roofing Tiles 4. Division 7: Thermal and Moisture Protection 1.2 SYSTEM DESCRIPTION A. COMPONENTS 1. ST9 snow guard system consists of individual metal snow guards 2. Fasteners a. To be of inetal comparible with snow guards b. Fasteners should be selected for compatibility with roof deck c. All snow guards must be mechanically fastened to the roof deck 3. Sealant a. To be approved by the roofing materia]manufacturer B. DESIGN REQUIREMENTS 1. Spacing to be recommended by manufacturer or building engineer. 2. Minimum 2 fasteners per snow guard. 3. It is important to design new structures or assess existing structures to make sure that they can withstand retained snow loads. 1.3 SUBMITTAL A. Submit manufacturer's specifications,standard detail drawings,recommended layout and installation instructions. 1.4 QUALITY ASSURANCE A. Installer to be experienced in the installation of specified roofing material and snow guards for not less than 5 years in the area of the project. 1.5 DELIVERY/STORAGE/HANDLING A. Inspect material upon delivery and order replacements for any missing or defective items. Keep material dry,covered and off the ground until installed. PART 2—PRODUCT5 Z.1 MANUFACTURER A. BI,Inc.,1670 S.Roberts Street,#124,West St.Paul,MN 55118,www.snowtrapper.com. 2.2 MATERIALS A. Copper-all snow guard components are 16 oz.copper. B. Aluminum-All snow guard components are.032 Aluminum 2.3 FINISH A. Mill Finish B. Kynar 500 pre finished sheet-Aluminum only. C. Powder Coated,exterior grade powder only. PART 3-EXECUTION 3.1 EXAMINATION A. Substrate 1. Inspect structure to verify that roofing structure will withstand additional retained snow loads. Norify owner or general contractor of any deficiencies before installing snow guards. 2. Verify that roofing material has been installed properly prior to installing snow guards. 3.2 1NSTALLATION A. Comply with architectural drawings for location and with Manufacturer's instructions for installation and layout. 07 72 53 Snow Guards 7-1-2011 _ 1.4 QUALITY ASSURANCE A. Installer to be experienced in the installation of specified roofing material and snow guards for not less than 5 years in the area of the project. 1.5 DELNERY/STORAGE/HANDLING A. Inspect material upon delivery and order replacements for any missing or defective items. B. Keep material dry,covered and off the ground until installed. _ �1 SNQWTRAPPER ROCKY MOUNTAIN � BI,Inc. P.O. Box 211563 SNOW GUARDS INC St. Paul, MN 55121-1563 2055 S.Raritan,Denver,CO 80223 _�. rockymountainsnowguards.com ;� b � e c� �S�o'4 0 �� , � � �� ` �` O `\ 0 O ' � 0 0 � �l ( � � M N O /i N -------'� ' `,, �- 2.38 2.38 �----------- � ----- -- MATERIAL ❑Copper ❑Lead-Coated Copper ❑Painted Aluminum ❑Aluminum ❑Customer Supplied NOTES: l.Snow guards are to be installed to manufacturer's specifications. 2.Contact manufacturer for selected layout. 3.For custom materials contact manufacturer. SnowTrapper(ST9)HALF-PAD ROUND STYLE SNOW GUARD 07 52 53 Snow Guards snon� �•- ' Page 1 of 3 EARTHLINK From: "Lars Walberg" <lars@rockymountainsnowguards.com> To: "Campling Ed" <ggroofestimator@earthlink.net> Sent: Thursday, December 12, 2013 7:15 AM Attach: snow trapper_report_final.pdf Subject: Fwd: Test info Ed, Here's the testing data. We use 300 Ibs for our load calculations. Lars Walberg Rocky Mountain Snow Guards, Inc. • 2U�5 S. Raritai� Street, Unit B Denver, CO 80223 970.331.5384 Cell 877.414.7606 Office Snow guards for beautiful roofs. � . ,� � Be�in forwarded message: I�'rom: "Melissa Lee" <��1�, r.r`,s��c�wii�a��}��..��i�> Date: December 18, 2013 at 8:44:41 PM MST ,,. To: ��Lars Walberg�� <�ar5�u��ack��t��o�cn�;��irrsr��v��a�-.s,cL��«��> ____.�_.�_G____�� --- Subject: RE: Test info Reply-To: <:��11��;sntgt�•�raa��e��.caa2>> � �r�� § �;,.€., 1€.. ,.a , �ir.Iti ..� ,,�..,. ,,._w <:�1u�t.�€;..� .1,�.a��'.;�. 1 St� E' r'�, �� ,"�� '��€. ., . . „.. ,.3 f�f t,:�m.s ,f... , . �..� , . ._ . . . ., �.,:,f' (7 ,� 3; �.:;a „ �.�; ..��..�',�, -r��,.:.f' �,.,�-..`�, '..�tli �.�. .�;',��,� 3��i€.�. �.��'<�. ., ,�:� � ..< ��.��.3 ° `?�°�v.,".�i �.`,. ,....1.;,}xi.:::� - , .. ..s.. , ,,,i . ._ ,.,,r a.,.,,, , a ...� , .. e€.i.,.�,., �. e::>..J ,.... ,��..e ...�,�_ '�z,., ,. ..,s .. � %��t�.a�s�.d:;a_>�.� .._ ,. ..,.':i.a,e E�s,.,� .1 _�. ..,, �. .� '�.4..� ..,._3 '+.i ;.st �� .., e.��,.}s�s� 8 ��€ :�t.,$� � � . 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E 4 Pe . t"tu� s+'�. �6 �u� j - �, , ;i„'�r' t!' i '"' '- �� 4�� ; 7 * �" � p �', i-r �'�. �� t�,.� 44 � x�k� � .� � � . . .�� _ r��-- � �� , 1 nf 1 1(1/22/2n1� I•�9 PM • 11/12/2013 12:31 FAX C�001/001 � . . � �l . i 0 Ur'��J 01= Vt�l t/ JOINT PR4PERTY OWNER WRITTEN APPROVAL LETTER � �11e applicant musf subntit vnitten joint pro��ei2y o��n�er approval for a}�plications affecting shared o�vnership propeities such as dupl��:, condominium, ancl muki-tenant builclinys. 7his form, or similar v,��dten correspondence. must be com- pleted b;the adjoininy duple::unit ov✓ner or the authori=ed agent of the home ovmer's association in the case of a con- dominiu�n or muRi-tenai�t building.All completed fornis miist be suUmittecl vrith ihe applicat�ts completed application. � �p�u�t namz, I",Q,'��(,�- � � �I��a�.�� _, a joint ovmer. or autl�ority of the associatien. of pru�i-rrt; bcated at�"��„��,�n�]C2a.t�f�4�� ,UQ �f , provide this {etter as��rritten ap��roval of the plans dated ti�d�ich have been submitted to the To�;m of!iail Con�muniry Devebpment Depaitmei�t for the proposed improvements to be contpleted at tile address not- ed above. I understand that tlie proposed improvements inc lude: �� -1�crn�.oFe�[ts4-�i'u� rYx�`L�S,= ,s.,,o�v�l�d �-h F � [�' I I nrrt�jo J.�i�t-:4a�u-f�zsF+0.ndc�arY �p�#nfl �ic#rsm n%Shvr�h�tQMlrJr-i�orir�o nt �ll 7,�rFavrrrr►p1�rS'�t[�forMvrfiu,Y► �nz.¢.� �^^L�'1 i"� �lt�c►idr ShrP/rs�n:�rO/lfi�n2 �F�ro r�n.a ;�DS:r�lvr�»11s tn^frzlt C�.��n��.!+MtnC3 . � ?' i i � � � - ^ 11 n Snn� �. �_�n�� Srrk.� r�atont��fem. I understand that modifications may be made to the plans over the course of the review process to ensure cotztpEance .vith the Tovm's appicaUle codes and regulations; and that it is the sole responsiUility of the applicant to keep the joii}t propert;otivner apprised of any changes and ensure that the chanyes are acceptaUle and appropriate. Submitta I of an appfication resLilts in tiie a�p�cant ayreeiny to this statement. . � f 1 �C�� b� 2� � S'tynature Date Print Name �Q,�..�.S�C �. ��`�� , . . � . � Mary C. Zarba 2427 W. Chamonix#1 Vail, CO 81657 (303) 875-2331 Mobile November 9, 2013 To whom it may concern: I give my permission to Mark & Marsha Giordano (Unit#5)for all proposed upgrades on their townhome to include window replacements, roof and gutters. All these upgrades are needed and much appreciated by myseif and the other residents of the Vail View Townhomes. If additional information is needed please feel free to contact me at: (303) 875-2331 Sincerely, Mary C. Zarba ---- -� %'"" '� Ov�t er— Unit#1 % • , . �,,. Page 1 of 1 • � .�.... EARTHLINK From: "Marsha Giordano" <marshini99@hotmail.com> To: <ggroofingl@earthlink.net> Sent: Monday, November 11, 2013 7:47 PM Subject: FW:Vail View Townhomes! The final approval! Please let me know if you were able open the attachment for unit#1 Thanks Caroline, Marsha Giordano Subject: Re: Vail View Townhomes! From:jackiecava@gmail.com Date: Mon, 11 Nov 2013 21:43:57 -0500 To: marshini99@hotmail.com • Marsha -- Thank you for the email. I am in unit two in Vail View Townhomes and I have no problem with the roof/gutter plan you have for your unit. I look forward to meeting you! Jacki�Ca�naugh Unit�2 � �- , � Va�T�ew Townhomes Sent fi-om my iPhone On Nov 1 l, 2013, at 8:38 PM, Marsha Giordano <marshini99�uhotmail.com> wrote: Hi Jackie, Thank you so much for your phone call today. I appreciate you getting back to me! As I had rrientioned, the Town of Vail requires me to get every owner of Vail'View Townhomes to consent to my new roof and gutters. They mentioned to my roofing company, G&G Roofing, that an email consent would be accepted. If you have a moment to email me back stating your unit number and if you approve of my getting a new roof and gutters, I would greatly appreciate it! I look forward to meeting you on your next trip to Vail! Should you have any questions, my contact information is below. Thank you! Regards, Marsha and Mark Giordano marsl�ini99.cr'hotmaiLcom 303-886-3241 11/12!2013 � _ �,„ Pagelofl . � .... EARTHLINK From: "Marsha Giordano" <marshini99@hotmail.com> To: <ggroofing1 @earthlink.net> Sent: Thursday, November 07, 2013 2:13 PM Attach: ATT00001.dat Subject: FW: info you requested Caroline, I�TUmb.er 3 approval ... From: arthurvail@hotmail.com To: marshini99@hotmail.com � Subject: info you requested Date: Thu, 7 Nov 2013 18:23:23 +0000 Hello Marsha, -- Arthur from#3 her . I am away delivering a sailboat down the east coast at the moment. Kelly terted me'sayi�.g-�a needed some info and approval to do some work, it wasn't clear what you needed, but here is my info. Arthur Stoever 2427 Chamonix Ln. #3 Vail, CO 81657 � You have my consent to do whatever work you would like to on your roof and gutters. I'll be in and out of any communications over the next 10 days. I'll be back in town by the beginning of the season. Look forward to meeting you guys then. . Good luck with everything, Arthur � � 11/7/2013 - , � Page 1 of 2 • � ....,. EARTHLINK From: "Marsha Giordano" <marshini99@hotmail.com> To: <ggroofing1@earthlink.net> Sent: Wednesday, November 06, 2013 9:16 PM Subject: FW: Request for approval of new roof& gutters Hi Caroline, Second consent. If we just needed common wall unit owners we have them now! I'll keep working on the other ones. I think one person lives in Boston, and I have no idea how to get a hold of her. The searcli I did online didn't come up with any contact information,just her vail address. Thanks, Marsha Giordano From: malin@comcast.net To: marshini99@hotmail.com CC:jamiemalin�yahoo.com Subject: RE: Good News - Revised Request :) Date: Wed, 6 Nov 2013 12:22:56 -0700 , r7; vt��w�'t�:�, i�3('3i �L;3"c; ff}�Ot.� r�l�E?Ca C?U1"c�,j3�(C7Vcil �c�SE?t� Otl �E�"1G f3iT�ic31� C��c�lfl �3�.'IOV'J, l�Uf C�t1S1(�E�t" Lf11S £;iT1�3i� CJL3t" COl'15ii:Cli ? � ;,, �,,. ,�:� in��;r�v�r�rtiera�s you C�iys ar� rn�ki��r� ?� yc�+r ur�i1 rac��f, gu,ters, windows, etc. Lcok fio;ti��ard t� in��:,tinc you in �ersar7 :�: R��<�r�s �-� , G(Eal�j� (+v��l�"t G�=�l C�(1K�tilOniY Lr�.Cl�,�i"tlt� �, �� From: Jamie Malin [mailto jamiemalin@yahoo.com] Sent: Wednesday, November 06, 2013 10:59 AM To: Kelly Malin Subject: Fw: Good News - Revised Request :) On Wednesday, November 6, 2013 10:22 AM,jack bergey <iackberqevCc�yahoo.com>wrote: I am trying to help out the new owners Mark and Marsha of unit #5. I didn't want to give out you coritact info �vithout your consent so I thought I would forward you this email if you want to contact her. I cant tell if she needs all unit owners to approve or just the owners on either side. Thanks . Jack On Wednesday, November 6, 2013 7:56 AM, "Bergey, Karen" <karen.berqeyCa�hp.com>wrote: Jack can you respond to Marsha. I have no problem with it at all Karen K. Bergey HP Software Account Manager 303-708-9229 office 303-250-8553 cell 11/7/201� - . . , , � � Page 1 of 1 EARTHLINK From: "Marsha Giordano" <marshini99@hotmail.com> To: <ggroofing1@earthlink.net> Sent: Wednesday, November 06, 2013 9:10 PM Subject: FW: roof/windows Hi Caroline, First approval below! They are direct neighbors to our north. ��7arsha Giordano ?427 Chamonix Lane #5 ��ail, CO 81657 � Date: Wed, 6 Nov 2013 09:13:11 -0800 From:jackbergey@yahoo.com Subject: roof/windows To: marshini99 a hotmail.com CC: karen.bergey a hp.com Marsha, _, Jack and Karen Bergey, the owners of 2427 unit #6 Chamanix Ln Vail CO 81657, approve of a new roof & gutters and windows for Marsha and Mark Giordano unit #5 2427 Chamonix Ln. Jack Bergey 11/7/201�